TECHNICAL PAPERS
Nov 1, 1993

Unwanted Legacy of Asphalt Pavement Compaction

Publication: Journal of Transportation Engineering
Volume 119, Issue 6

Abstract

Compaction of the asphalt mix is that part of the construction process largely responsible for the structural properties and performance of the pavement. By increasing density and reducing air voids, compaction adds strength and resistance to deformation, impermeability, and aging. Problems experienced in compacting asphalt mixes have generally been assigned to the mix. Roller checking, a legacy of compaction with steel rollers, has been disregarded or considered as irrelevant. Compaction with a new concept, the asphalt multi‐integrated roller (AMIR), avoids roller checking, as demonstrated by a series of side‐by‐side field tests with steel rollers. It is shown that pneumatic‐rubber tire rollers will not cure these roller‐checking cracks. Laboratory tests on cores taken from field trials demonstrate that AMIR compaction is more uniform across the pavement. The short‐falls or legacy of steel‐wheel roller compaction involves the early appearance of partial transverse cracks at the pavement edges and centerline, and wheel track cracking. The addition of AMIR‐compacted pavements to the population is expected to substantially reduce this unwanted legacy.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Abd El Halim, A. O., and Bauer, G. E. (1986). “Premature failure of asphalt overlays at time of construction.” J. Transp. Forum, Road and Transportation Association of Canada, Vol. 3.2, 52–58.
2.
Abd El Halim, A. O., Phang, W., and El Gindy, M. (1988). “Extending the service life of asphalt pavements through the prevention of construction cracks.” Transp. Res. Rec. 1178, Transportation Research Board, Washington, D.C., 1–8.
3.
Abd El Halim, A. O., Phang, W., and Haas, R. (1987). “Realizing structural design objectives through minimizing of construction induced cracking.” Proc., 6th Int. Conf. Struct. Des. of Asphalt Pavements, 1, 965–970.
4.
Abd El Halim, A. O., and Svec, O. J. (1990). “Influence of compaction techniques on the properties of asphalt pavements.” Proc., Can. Tech. Asphalt Assoc., 35, 18–33.
5.
Bell, C. A., Hicks, G., and Wilson, J. E. (1982). “Effect of percent compaction on asphalt mixture life.” Placement and compaction of asphalt mixtures: ASTM STP 829, American Society for Testing and Materials, Philadelphia, Pa.
6.
El Hussein, H. M. (1991). “Stripping of asphalt concrete surfaces,” PhD thesis, Carleton Univ., Ottawa, Ontario, Canada.
7.
Finn, F. N. (1967). “Factors involved in the design of asphaltic pavement surfaces.” NCHRP Rep. 39. Transportation Research Board, National Research Council, Washington, D.C.
8.
Finn, F. N., and Epps, J. A. (1980). “Compaction of hot mix asphalt concrete.” Res. Rep. 214‐21, Texas Transportation Institute, College Station, Tex.
9.
Geller, M. (1982). “Compaction equipment for asphalt mixtures.” Placement and compaction of asphalt mixtures: ASTM STP 829, American Society for Testing and Materials, Philadelphia, Pa.
10.
Haas, R., and Joseph, P. (1984). Asphalt stripping and thermal cracking at Canadian airports: phase 1. Canadian Air Transport Administration, Ottawa, Ontario, Canada.
11.
Hughes, C. S. (1989). “Compaction of asphalt pavement.” NCHRP Rep. 152. Transportation Research Board, National Research Council, Washington, D.C.
12.
Marker, V. (1972). “Construction methods—symposium on thick lift construction.” Proc. Association of Asphalt Paving Technologist, 41, 354.
13.
Scherocman, J. A., and Martenson, E. D. (1982). “Placement of asphalt concrete mixtures.” Placement and compaction of asphalt mixtures: ASTM STP 829, American Society for Testing and Materials, Philadelphia, Pa.
14.
Selvadurai, A. P. S., Au, M. C., and Phang, W. A. (1990). “Modelling of low‐temperature behaviour of cracks in asphalt pavement structures.” Can. J. Civ. Engrg., 17, 844–858.
15.
Svec, O. J., and Abd El Halim, A. O. (1991). “Field verification of a new asphalt compactor, AMIR.” Can. J. Civ. Engrg., 18(3), 465–471.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 119Issue 6November 1993
Pages: 914 - 932

History

Received: Jun 10, 1992
Published online: Nov 1, 1993
Published in print: Nov 1993

Permissions

Request permissions for this article.

Authors

Affiliations

A. O. Abd El Halim
Assoc. Prof., Civ. and Envir. Engrg., Carleton Univ., Ottawa, Ontario, Canada
W. A. Phang
Program Mgr., SHRP, North Atlantic Region, Pavement Management Systems Ltd.
R. C. Haas
The Norman W. McLeod Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share